N13078 - 2014.10.17 - 2 Of 2

 

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NOTE:
REFER TO N13078-131 FOR B10
DETENTION BASIN NOTES AND DETAILS. FAUNA CROSSING SETOUT BIO-RETENTION BASIN DETAILS
POINT [EASTING [NORTHING] RL PARAMETER BASIN
- ee eee a FILTER SURFACE AREA (nm) 560
- - : FILTER SURFACE LEVEL (m) 7.30
FILTER MEDIA DEPTH (mml 400
© 3 © TEMPORARY PONDING AREA (m?) 1080
l TEMPORARY PONDING DEPTH (mm) 300
= DODONAEA CLOSE - STORAGE VOLUME (m3) 1210
i TOP OF EMBANKMENT (m) 9.30
EMERGENCY WEIR LEVEL (m) 9.00

TING

144

  

DETAIL ON DRG.

X-NDBOIS-TIT X-NI3078-BASE X-NI3078-CONTOURS USR: Curtis Boorman

    
   

      
 
     
     
   
  
       
   
 
    
   
    
  

REFER OUTLET THROUGH ROCKWALL

"NS. 9
&

S

@

DRIVEWAY CROSSOVER TO
IPWEAG STD DRG. SEQ R-050,

VF
TW. 9.6799)
BW. 9.1

 

 

 

 

4506 RCP

PROVIDE 4.0m? ROCK PROTECTION
Dgy = 200mm L = 2.0m

CULVERT CROSSING DETAIL
SCALE (A1) 1:100

  

  
  

    

 

 

 

 

 

   

REFER I.P.W.E.A.Q. STD. DRG.
WSUD-006 FOR WEIR DETAILS

SUBSOIL DRAIN
CLEANOUT POINTS

 

1.2m FOOTPATH

3.50m WIDE TURFED ACCESS
TRACK AT MAX GRADE 1 IN &

 

63

%

 

 

DESIGN SURFACE CONTOUR
SLOTTED PVC PIPE WITH C.l. CAP

—
SUBSOIL CLEAN OUT POINT
"CORAAAOAG0: PROPOSED BLOCKWORK RETAINING WALL
(1.00) WALL HEIGHT (IN METRES)
‘SW0——— PROPOSED STORMWATER PIPE

 

 

BASIN WALL SETOUT

 

SAFETY FENCE - AS DETAILED
STEEL BEAM GUARDRAIL

ROCK ARMOURING SCOUR PROTECTION
BASIN FILTER AREA

DETENTION AREA

BASIN FILTER SETOUT

 

 

 

 

 

 

 

_WER LeveL 9.00 _

 

 

 

POINT [EASTING [NORTHING POINT [EASTING [NORTHING
1 527.434 1161.158 A 5259.560 7185.480
Te 2 5244.987 175.941 B 5280.703 1203.295
/ ewe | 3 5278.841 1204.471 c 5282.041 1208.404,
TWIGRUSH COURT—. 4 5279.920 1208.597 D 5281.374 1216.756
~~ - 5 5279.236 1217.143 E 5283409 1216.919
ay \STEEL GUARD RAIL. REFER 6 5282.814 121.342 F 5292464 1215.21
te T.M.R. STD. DRG. 1474 1 5284.618 121.449 G 5300.096 1206.152
X 8 5294.374 — 1216.373 J 5266.095 1177.504
9 5303.253 1208.228 ;
10 5303.297 1206.090
" 5254.418 164.919
2 5242.182 154.610
» SETOUT IS TO BOTTOM OF WALL
STORAGE VOLUME TO
RL_9.30 = 1210m
ROCK SIZE (Deg): ACCESS TRACK SETOUT
146 Dsp ON THE ENGINEERING PLANS SHOW CH 0.000 £5224.777 N1153.586
ROCK WORKS DENOTED AS HAVING CH 0.001 £524.78 N1153.586
SIZES OF Dsp. Dsp CORRESPONDS TO THE R=30.000
MEDIAN DIAMETER OF WHICH HALF OF 2749'55.25"
I THE ROCK SIZES SHALL BE GREATER 248
fap—~'50D SMOOTH WALLED SLOTTED PVC PIPE - : AND HALF OF THEM SHALL BE a
MIN U5% GRADE AND MAX 2.5m SPACINGS 375 OUTLET PIPE. REFER = SMALLER. THE ROCK SHALL BE WELL ARC=14.224
“ti. r DRG. N13078-131 FOR DETAILS. GRADED AND HAVE A MAXIMUM SIZE NO CC E5217.464 N1182.681
Sek, 600x600 FIELD INLET GREATER THAN 30% AND A MINIMUM IP €5231.808 N1155.353
5 Sa WITH GRATED LID. SIZE NO SMALLER THAN Dsy. FOR CH 14.225. £5237.255 N1160.135
5 7.44 EXAMPLE IF Dsp = 400mm IS SPECIFIED, CH 30.409 £5249.418 N1170.811
THE EQUIVALENT ROCK DIAMETER
RANGES FROM 280mm TO 520mm.
_ N13078-131 BIO RETENTION AREA 540m?
SPILLWAY LOCATION AT RL 9.00
PROVIDE 20m? ROCK PROTECTION D% } ~ LOT 146 - 2 TOP OF WALL Pa
ROCK = 300mm @ 2 x 300mm THICK | TOP OF WALL MIN RL 9.30 0.50
WITH GEO-TEXTILE UNDERLAY LIN 4 ; MIN RL 9.30

a

  

   

 

 

 

 

SECTION

  

 

BIO-RETENTION AREA 540m’,

REFER N13078-131 FOR FILTER DETAILS

SCALE (AN): 100 \- 77

SCALE (A3):1:200

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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